Exercise 7.3

7/23/2019 Exercise 7.3

1/18

Elements of Soil Mechanics, 8th Edition

Exercises 7.3 & 7.5

The worksheets in this spreadsheet illustrate the use of the BS

state design methods for the design of antile!er sheet pile wal

#lthough the spreadsheet ontains the data for E$erises 7"% adata ma) 'e hanged so that the reader an see the effet of !

retained height et"

Instructions:

*" On opening the spreadsheet( the user must lik +Ena'le ,a

dialog 'o$" -The maros ontain the algorithms used to determ

2" #s the routines all data from the partial fators spreadshee

whether to update the data will appear" To use the default Euro

!alues( lik +/ont 1pdate+" f( howe!er( )ou ha!e hanged !al

spreadsheet( lik +1pdate+"

2" Selet an) sheet to ontinue"

Ian Smith, Sept 2005

7/23/2019 Exercise 7.3

2/18

002 & EC 7 GEO limit

ls"

d 7" from the 'ook( thear)ing the soil properties(

ros+ in the opening

ine the design depth".

( a dialog 'o$ asking

ode 7 partial fator

ues in the partial fators

7/23/2019 Exercise 7.3

3/18

BS8002 simplified - cantilvr

Page 3

Exercise 7.3: CANT!E"E# Sheet $ile %all S8''( ) Sim$lified a$$roach

phi 3 29.00

gamma 3 19.20 Min exc = 0"4

h 3 4.00 m esign p!i = 24"8, 3 1.20

Surharge 3 10.00 k5a 0"406

2"444

"nter val#es int$ fields a%$ve& t!en clic' S$lve.

*+#CES:

847"6 '(

42"70 '(

42"6 '(

)= %76" '(

Design Re

!E"E# A#M:

2"00 m

%"47 m

"2* m

M+MENTS:

*66"07 '(m

*477"% '(m

22*"72 '(m

Mp - Ma - M* = )'.'''7

k9m%

+a=

+p=

Pp=

Pa=

P*=

lp=

la=

l*=

Mp=

Ma=M

*=

CEC- /M0'1

7/23/2019 Exercise 7.3

4/18


Page 4

7/23/2019 Exercise 7.3

5/18


Page ,

7/23/2019 Exercise 7.3

6/18


Page

7/23/2019 Exercise 7.3

7/18


Page

m

/

ults:

6.01 m

7.21 m

d0=

d 3 d0:*"2 3

s#rc!arge& *

!

min exc

d0

d

Pa

Pp

)

P*

7/23/2019 Exercise 7.3

8/18


Page 8

7/23/2019 Exercise 7.3

9/18


Page 9

7/23/2019 Exercise 7.3

10/18


Page 10

-33,,44

7/23/2019 Exercise 7.3

11/18

"#r$c$de & 1& 1 - cantilvr

Page 11

Exercise 7.3: CANT!E"E# Sheet $ile %all E2rocode 7 ) E+ limit state, 4esin A$$

Min exc =

phi 3 29.00 esign p!i =

gamma 3 19.20 esign gamma =

h 3 4.00 m

Surharge 3 0.00 k5a


Actions: #e$.1 4esin1

*+#CES N1:

%0"76 1., -unfa!( permanent.

2*6"*% 29,.82 -unfa!( permanent.

2"78 34., -unfa!( permanent.

*%"48 18.20 -unfa!( permanent.

0"00 0.00 -unfa!( !aria'le.

0"00 0.00 -unfa!( !aria'le.

4esin effect of actions rotation of %all1:

!E"E# A#M:

*"4 m

0"22 m

2"6% m

0"22 m

4"%6 m

0"22 m

M+MENTS:

*04"*6 '(m

"* '(m

*0*4"% '(m

4"07 '(m

0"00 '(m

0"00 '(m

M=0 6%"20 1

P=0 62"%0 2

BS51-26 '.9'5;'

k9m%

+a=

+p=

Pp1

=

Pp2=

Pa1

=

Pa2

=

P*1

=

P*2

=

lp1

=

lp2

=

la1

=

la2

=

l*1

=

l*2

=

Mp1

=

Mp2

=

Ma1

=

Ma2

=

M*1

=

M*2

=

CEC- /M0'1 & /

7/23/2019 Exercise 7.3

12/18


Page 12

oach 6 ) Comination 6

7/23/2019 Exercise 7.3

13/18


Page 13

s#rc!arge& *

!

min exc

d0

d

Pa1

Pp1

P*1

P*2P

p2P

a2

7/23/2019 Exercise 7.3

14/18


Page 14

Exercise 7.3: CANT!E"E# Sheet $ile %all E2rocode 7 ) E+ limit state, 4esin A$$

Min exc =

phi 3 29.00 esign p!i =

gamma 3 19.20 esign gamma =

h 3 4.00 m

Surharge 3 0.00 k5a


Actions: #e$.1 4esin1

*+#CES N1:

447"26 44.29 -unfa!( permanent.

%22"%4 322.34 -unfa!( permanent.

%*7"4* 31.41 -unfa!( permanent.

%0"*8 30.18 -unfa!( permanent.

0"00 0.00 -unfa!( !aria'le.

0"00 0.00 -unfa!( !aria'le.

4esin effect of actions rotation of %all1:

!E"E# A#M:

*"48 m

0"%6 m

2"6 m

0"40 m

4"42 m

0"%8 m

M+MENTS:

*"66 '(m

*2"8% '(m

6%"%* '(m

**"6% '(m

0"00 '(m

0"00 '(m

M=0

7/23/2019 Exercise 7.3

15/18


Page 1,

oach 6 ) Comination (

7/23/2019 Exercise 7.3

16/18


Page 1

s#rc!arge& *

!

min exc

d0

d

Pa1

Pp1

P*1

P*2P

p2P

a2

7/23/2019 Exercise 7.3

17/18

!is spreads!eet !as %een d$:nl$aded fr$m t!e :e%site t!at s#pp$rts

Smith=s Elements of Soil Mechanics, 8th Edition

P#%lis!ed %; Blac':ell P#%lis!ing& Ma; 200

7/23/2019 Exercise 7.3

18/18

Documents

Exercise 7.3